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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹12.5 L+₹5,985.18 (0.48%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAJI THOMAS L2 | PREMARAJ K L1 |
|---|---|---|---|---|---|
| 1.00Drainage works and concreting of Abuttykka Road | |||||
| 1.00 | 3.5.2 Excavati on in Soil with Dozer with lead upto 100 m <br> Excavation for
roadway in soil by mechanical means including cutting and pushing the earth to site
of embankment upto a distance of 100 m, including trimming bottom and side slopes
in accordance with requirements of lines, grades and cross-sections. | 25.77 | cum | 68 ₹1,752.16 | 66 ₹1,700.62 Lowest |
| 1.00 | 11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>
I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.15 | cum | 9,050 ₹19,430.35 | 9,001 ₹19,325.15 Lowest |
| 1.00 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 &
1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.91 | cum | 9,522 ₹27,747.11 | 9,514 ₹27,723.8 Lowest |
| 1.00 | 11.7 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per
drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 1,00,500 ₹4,723.5 | 1,00,437 ₹4,720.54 Lowest |
| 1.00 | 12.5.2.1 Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br>
For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix
(1:2:4) | 6.9 | cum | 10,066 ₹69,475.53 | 10,063 ₹69,454.83 Lowest |
| 1.01 | 12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010
& 1202 | 0.14 | tonne | 1,00,999 ₹13,937.86 | 1,00,926 ₹13,927.79 Lowest |
| 1.01 | 13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 3.89 | cum | 11,950 ₹46,437.7 | 11,947 ₹46,426.04 Lowest |
| 1.01 | 13.2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as
per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.55 | tonne | 1,04,155 ₹57,493.56 | 1,04,151 ₹57,491.35 Lowest |
| 1.01 | OD174193/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required
size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc.
complete at all,
levels, including lettering &amp; fixing | 1 | each | 3,199 ₹3,199 | 3,180 ₹3,180 Lowest |
Tender Value
Refer Docs
EMD Value
₹31,271
Closing Date
1 Oct 2025, 4:55 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
GENERAL-Mannarkkad Constituency-2025-26 Annual Project - No 493 - Road concreting, Interlocking and Completion of drainage works in Nellippuzha Ward (14) in Mannarkkad Municipality, Palakkad District-General Civil Work
2025_KEL_801833_1
KRO/BDC/2148/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹31,271
Yes
3 Oct 2025
24 Sept 2025
2 Oct 2025
24 Sept 2025
1 Oct 2025
24 Sept 2025
24 Sept 2025 - 1 Oct 2025
Amount
Drainage works and concreting of Abuttykka Road
3.5.2 Excavati on in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.7 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.2.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
13.2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD174193/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering &amp; fixing
Interlocking works of Chelenkara Palli road
3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom
4.1.A.3 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
OD174276/2025-2026 Interlocking concrete block pavement-Providing and laying interlocking concrete block pavement having thickness 80mm as per drawing and technical specification clause 1504
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD174314/2025-2026 Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering &amp; fixing
Re concreting of Avulan Road entrance of Andippadam
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Renovation of Andippadam Palli Road
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Interlocking works of the Road to Kumbaran Colony
3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.3 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
OD174365/2025-2026 Interlocking concrete block pavement-Providing and laying interlocking concrete block pavement having thickness 80mm as per drawing and technical specification clause 1504
75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
SAJI THOMAS (BID ID -2368345)
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